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R-2015-40b
OFFICE OF COMMUNITY DEVELOPMENT , CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 ��,,J�.�R,,'r��Q (408) 777-3308• FAX(408)777-3333• planninqCa)cupertino.orq February 4,2016 Fernandez Designs Attn: Spenser Vieira 2188 Ringwood Ave San Jose, Ca. 95131 SUBJECT: TWO STORY PERMIT AND MINOR RESIDENTIAL PERMIT ACTION LET°TER— Applications R-2015-40 and RM-2015-35 This letter confums the decision of the Director of Communiiy Development, given on February 4, 2016, approving a Two-Story Permit (R-2015-40) to allow the construction of a new 4,472 square foot single family residence and a Minor Residential Permit (RM-2015-35) to allow a second story balcony on the new residence,located at 7411 Wildflower Way with the following conditions: 1. APPROVED PROJECT This approval is based on a plan set entitled, " Parthasarathy/ Ranganathan Residence, New Home, 7411 Wildflower Way, Cupertino CA" consisting of twenty one sheets labeled "0.1 to A9c", dated "December 12, 2015" except as may be amended by conditions in this resolution. 2. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the building plans. 3. ACCURACY OF THE PROJECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 4. COMPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM The project shall comply with the requirements indicated on the Public Works Confirmation form, including, but not limited to, dedications, easements, off-site improvements, undergrounding of utilities, all necessary agreements, and utility installations/relocations as deemed necessary by the Director of Public Works and required for public health and safety. The Public Works Confirmation is a preliminary review, and is not an exhaustive review of the subject development. Additional requirements may be established and implemented during the construction permitting process. The project construction plans shall address these requirements with the construction permit submittal, Two-Story Permit&Minor Residential Permit Action Letter Page 2 R-2015-40&RM-2015-35 and all required improvements shall be completed to the satisfaction of the Director of Public Works prior to final occupancy. 5. PRIVACY PLANTING The final privacy-planting plan shall be reviewed and approved by the Planning Division prior to issuance of building permits. The variety, size, planting distance shall be consistent with the City's requirements. 6. PRIVACY PROTECTION COVENANT The property owner shall record a covenant on this property to inform future property owners of the privacy protection measures and tree protection requirements consistent with the R-1 Ordinance, for all windows with views into neighboring yards and a sill height that is 5 feet or less from the second story finished floor. The precise language will be subject to approval by the Director of Community Development. Proof of recordation must be submitted to the Community Development Department prior to final occupancy of the residence. 7. LANDSCAPE PROJECT SUBMITTAL The applicant shall submit a full landscape project submittal, per sections 490.1, 492.1, and 492.3 of the Department of Water Resources Model Water Efficient Landscape Ordinance, for �ro�ects with landscape area more than 500 sc�uare feet; the applicant shall submit either a full landscape project submittal or submit the Prescriptive Compliance Checklist per Appendix D of the Department of Water Resources Model Water Efficient Landscape Ordinance for projects with landscape area more than 500 square feet and less than 2,500 square feet. The Landscape Documentation Package or Prescriptive Compliance Checklist shall be reviewed and approved to the satisfaction of the Director of Community Development prior to issuance of building permits. 8. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 9. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatrnent plan (including but not limited to details on exterior color, material, architectural treatments and/or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The final building exterior plan shall closely resemble the details shown on the original approved plans. Any exterior changes determined to be substantial by the Director of Communiiy Development shall require a minor modification approval with neighborhood input. 10. INDEMNIFICATION Except as otherwise prohibited by law, the applicant shall indemnify and hold harmless the City, its City Council, and its officers, employees and agents (collectively, the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against one or more of the indemnified parties or one or more of the indemnified parties and the applicant to attack, set aside, or void this Resolution or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The applicant shall pay such attorneys' fees and costs within 30 days following receipt Two-Story Permit&Minor Residential Permit Action Letter Page 3 R-2015-40&RM-2015-35 of invoices from City. Such attorneys' fees and costs shall include amounts paid to counsel not otherwise employed as City staff and shall include City Attorney time and overhead costs and other City staff overhead costs and any costs directly related to the litigation reasonably incurred by City. 11. NOTICE OF FEES DEDICATIONS,RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. Please note that if this permit is not vested within a year,it shall expire on February 4,2017. During the public review period, staff received responses from the public expressing concerns on the proposed project. The concerns focused primarily on the following: • Second Story Windows • Blockage of Views/Sunlight • Privacy Impacts • Building Demolition and general construction impacts The proposed second story residence and balcony meets all the setback requirements and is consistent with the R1 Ordinance. All privacy protection measures required by the Code will have to be met. The building demolition and construction processes will be required to meet specific standards required by the Public Works and Building Departments. The project is compatible with other recently approved homes in the neighborhood and is consistent with the R1 Ordinance. City staff has determined that the proposed project is in compliance with the provisions of Chapter 19.28.140 (A) and 19.28.140 (B) of the Cupertino Municipal Code. Therefore, no conditions of approval are required in order to address the comments raised during the noticing period. Staff has made all the findings that are required for approval of a Two-Story Permit and Minor Residential Permit as required by Cupertino's Municipal Code, Chapter 19.28.140(A) and (B). 1. The project is consistent with the Cupertino General Plan, any applicable specific plans,zoning ordinances and the purposes of this title, The proposed project is consistent with the General Plan as the project is within the Low Density land use area. There are no applicable specific plans that affect the project. The project has been found to be consistent with the requirements of Cupertino Municipal Code.Chapter 19.28 Single Family(R-1) Residential. 2. The granting of the permit will not result in a condition that is detrimental or injurious to property improvements in the vicinity, and will not be detrimental to the public health, safety or welfare. The granting of the permit will not result in a condition that is detrimental or injurious to property improvements in the vicinity, and will not be detrimental to the public health, safety or Two-Story Permit&Minor Residential Permit Action Letter Page 4 R-2015-40&RM-2015-35 welfare as the project is located within the R1-6 (Single Family Residential) zoning district, and will be compatible with the surrounding uses and neighborhood. 3. The proposed project is harmonious in scale and design with the general neighborhood. The proposed project is located in a residential area consisting of single family homes. The proposed project maintains the single family home scale found in the neighborhood. 4. Adverse visual impacts on adjoining properties have been reasonably mitigated. Any potential adverse impacts on adjoining properties have been reasonably mitigated through the installation of privacy protection plantings as required. Also,please note that an appeal of this decision can be made within 14 calendar days from the date of this letter. If this happens, you will be notified of a public hearing, which will be scheduled before the Planning Co ission. Sincerely, Gian Martire Assistant Planner City of Cupertino Enclosures: Approved Plan Set CC: Prasanna Parthasarathy or Lakshmi Ranganathan,7411 Wildflower Wy, Cupertino,CA.95014 Andrew Chen, 7429 Wildflower Wy,Cupertino,CA.95014 Phoebe Chen,999 Zarick Dr.,San Jose 95129 PARTHASARATHY / RANGANATHAN RESIDENCE N W NEW HOlVIE 4 � �.-_.--.-._-..__�._- Z Z � -- ♦^ z .-' '��i�, �; �`��'� _----, Q V �- ���'!� j ��`' '��`1 �^ � /r Z � � ; . Y; _� �J���� _- � '1 r'.,!' ) � � s .���. - - " - . .�/ �-� � �� � � W -�--; ; _ ,�_ ,_._, _��____ � O _ . r" �=---�. __ � _— , ``" -�_ �. �-�� �y J f T -- `���{�f�_1 i r��� I(4 \' i�` ��.� � !(Gi_ +�.�� � ;�; ! - I . + �' � M i ��� . �; � � � i � - T".,�.--_i ' },';� I 'J � i- i , __.__ --- , , j-�- � � - :,. �. , , I __ � � ; -� � . ' - 3�� �j _...____,_--__ y .�--_-�� . \ ---y r �I.���-�__z}�r � �_ �--- _ "� --�- -�� ��,,/ ,' __ - ,�.����`` '` : 2188 Ringwood Avenue -•---�_� , ��� - � � � San Jos , CA 951 31 �� � � , e .____,_ �6�, ,� . rUi�a��,,��/�>, y��, � (408) 432-1402 _..,��__ -_-_____, Fax: 432-1 410 � _--- - - -. ___ WEB SITE f�,' � - __�___----___ � > fernandez—designs.com 7411 WILDFLOWER WAY, CUPERTINO, CA � � LOCATION MAP ABBREVIATIONS SHEET INDEX GENERAL NOTES PROJECT TEAM OWNER INFORMATION 3 < � GL'NF_'.RAL. FLKNANUf:ZDfSI(i�'S.Ye 11L:ILl)ERS Ih'C.IS NOT RESPONSIBLE FOR THE DESIGN, I�C3S�f1Il8 PTI'fI1aS2C8[Ily �..1�CSf1I111 R�Il�.1R�1[fl�1R Q F COORDINATION Of IMPLEMENTATION OF ANY WORK PERFORMED BY CONSULTANT$ DESIGNER [- AB ABOVE INSUL INSULATION �.] COVER SHEET INCLUDING,BUT NOT LIAIITED T0,STRUCTURAL ENGINEERING,SOILS ENGINEERING,CIVIL Femandez Detiigns 8c l3uildcn Inc. 741 I Wildflower Way 7411 Wild�owcr Way z y A.F.F. ABOVE FlNISH FLOOR INT INTERIOR ENGINEERING,LANDSCAPE ARCHITECTURE,AND/OR TITLE 24 ENERGY COMPLAISANCE. 21gg Ringu�ood Arenue CUE7CI�tinO,CA yS I(}� CUpCIY1170,CA yS IO� u' 3 A.P. ACCESS PANEL CG CALGREEN NOTES San Jose,CA 95131 (408)�28-5019 (408)528-5018 � > ACOUS ACOUSTICAL JT JOINT ALL WURK DONE PURSUANT TO THESE DRAWINGS AND SPECIFICATIONS SHALL COMPLY O u ADH ADHESNE JST J015T WITH ALL ORDINANCES AND REGULATIONS WHICH APPLY TO THE WORK AND SHALL IN P.(408)43�-1402 ;iT1f13SHT�2gmail.com rlaks@hotmail.com � °C ADJ ADJUSTABLE O.3a PERSPECTIVES ANY CASE CONFORM TO THE LATEST EDITIONS OF THE CALIFORNIA CODES(SEE �.(40$)432-1410 � � � � AGG AGGREGATE LAM L4MiNATE COMPLiANCE)CURRENTLv ENFORCED,AND ALL CiTV,COUNTY,STATE AND FEDERAL E.sExnseKafen�andezrlesigns.com �'= F- nwM n�uMiNUM �r LIGHT 0.3b PERSPGCTIVES SHOWING DAYLIGH'I'PLANB] CODES AS APPLICABLE. � r , „ A/8 or A.B. ANCHOR BOLT LVR LOWER Z F, � '"�� ��-� - � & AND 0.4a P110TOGRAPIIS L4YOU7 FOR NEW WORK IS LARGELY BASED UPON RELATIONSHIPS TO EXISTING SURVEYOR SCOPE OF PROJECT v 'z�„ k � L ANGLE MFG MANUFACTURER CONDIl10NS. ANY QUESTIONS REGARDING THE INTENT RELATED TO THE L4YOUT OF THE `�2 � e AmciicanRacelincCun in L� � �' APPROX APPROXIMATE MAS MASONRY NEW WORK SHALL BE BROUGHT TO THE ATTENTION Of FeR�A\DGZ DESIGtiS&Bt;lt.o[RS '�'y p i-. .., t°"°'`"`'�`�PYk� . ASPH ASPHALT MECH MECHANICAL O.4Il PHOTOGRAPHS In'C.PRIOR TO THE COMMENCEMENT OF ANY WORK. THE CONTRACTOR OF RECORD F97 Nor�hrup Svrei,Suite 7 ;� � DGMOLITION OP A 1,615.24 S.P.3 BLDROOM 2 IIATH HO:�tE WITIi A � � AT M.C. MEDICINE CABINET SHALL NOTIFY fCRNA:YDCZ DCSIGNS&BUILDCRS INC.OF ALL DISCREPANCIES PRIOR TO Szn Jose,CA 95126 O �., � MEMB MEMBRANE THE COMMENCEMEM OF ANY WORK. P(411A)39d-92H1 39R.R2 S.F.2 CAR GARAGE,AI�D 32.i9 S.F.I'ORCII AND REPLACI�G IT � � Q �,.,�,,�, F,�„�„a, BM BEnM MT� METAL WITH A NEW"RVO STORY 2,6RS.61�S.F.C�BEDROOM,4 BATH SPA\ISH � ¢ v ' BEL BELOW MIN MiNIMUM SURVEY' PREFERENCE SHALL BE GIVEN TO FIGURED/WRITfEN DIMENSIONS ON THE DRAWINGS ECLECTIC HOME WITH A 1,354.86 S.F.BASEMEI�T,431.28 TWO CAR 2' � Z B.F.F. BELOW fINISH FLOOR MIN MINITE � OVER iCALED MEASUREMENTS. i}�PLAM1S,GE'v'ERAL NOTES.AND SPECII7CATIONS ARE GARAG�AND�O.9S I'ROVT PORCH. U � G ,.mv..�x.:.a� �,,,,,; �- B.A�. BENCH MARK MIR MIRROR INTENDEO TO AGREE AND SUPPIEMENT ONE ANOTHER. ANYTHING INDICATED IN/ON ONE � d c BTWN BETWEEN ft1 MONUMENT LINE SITE SURVEY AND NDT THE OTHERS SHALL BE EXECUTED AS IN ALL. IN CASES OF DIRECT a a G 3 y "'�� BLK BLOCK MNT MOUNT or MOUNTED CONFL'CT,THE MOST RESTRICTIVE SHALL GOVERN. 459r�}'I.,OOR AREA ALLOWED 3,150 S.F. ' 'ft, BLK'G BLOCKING X � � BD BOARD N.I.C. N01 IN CONTRACT FLOOR AREA OF NEW HO'.�tE 3,148.02 S.F.(44.97�Ic) - � � � CIVIL,SOILS AND STRUCTURAL ENGINEER'S SPECIFICATIONS SHALL TAKE PRECEDENCE N -- �� B.S. BOTH SIDES N.T.S. NOT TO SCALE ARCHITECTURAL: ovER THE THE FOLLOWING ARCHITECTURAL SPECIFICATIONS. O� cv uA;wa,S� � pp7 BOTTOM µor No NUMBER DE:NOLITION OFTIIE EXISTIVG IIOME,GARAGE AND SI[ED WILL BE W � — r. � BOUNDARY UNE Ft.RNAivoeL DFSIGNS R BUILDERS R:C.RETAINS ALL RIGHTS AND OWNERSHIP OF THE r E-� 'n 'n BRICK o c or o.c.oN cENrER A 1 a EXISTING SITE PLAN LyDER A SEPARATti PERMI7'PER CI"i'Y OF CL'PER"1'WO. '" � . RPK / PLANNI4G AND CONSTRUCTION DOCUMENTS AND SPECIFICA710NS. THESE DOCUMENTS Q � -' OPN'G OPENING MY NO1�BE USED iN WHOIE OR IN PART ON ANY OTHER PROJECT WITHOUT THE � O O Cne CABINEf ppp oPPoSiTE A 1 b EXISTTNG FLOOR(DEMO)PLAN EkPRESSED WRITTEN CONSENT OF F'ERNA�"DEZ DLSIG�S&BL�LDLRS INC. SOILS REPORT,FIRE SPRINKLERS AND rREEV BIJILDINC',('n�-iPLIANCE CRPT CARPET �� OVER IS RGQUIRGD. .-['I T�T1 C.I. CAST IRON AZ FLOOR AR�A CALCULATIOrS THE UWNER(S)/DEVELIPER(5)/CLIEM REPRESENTATIVES RESERVES THE RIGHT TO MAKE Q \� N CLK CAULK pNT PAINT AITERkTIONS OF THE DESIGN DURING THE COURSE OF CONSTRUCTION AS APPLICABLE. . 1�� CLK'G CAULKING PNL PANEL A33 I�EW STTE PLAN ANY C�iANGES SHALL BE APPROVED BY ALL CITY.COUNTRY.STATE,AND FEDERAL � C�G CEILING PNL'G PANELING' AGENC-ES AS APPLICABLE. ALL CHANGES SHALL BE DOCUMEMED � � �.�. CEILING JOIST pqR PARALLEL BY A�IRITTEN CH.a'.'(�EONUf�,R AND SHALL BE APPROVED BY THE PROJECT INFORMATI4�N � cEM cEMENT p.8. PARTiCLE eonRo A3b LANDSCAPE DIAGRAM � .,,K,�....:;� ��� �� � CENTER LINE d PENNY OWNEF(S)/DEVELIPER(S)/CLIENT REPRESENTATIVES. ceR cEw+Mic PER PERPENDICULAR A3c PRIVACY PROTECTION PLAN y..............�„-,,,,.?,,.�.,�..,.:., CLR CLEAR PLAS PLASTER � r co� COLUMN p PIASTIC A4a BASEMENT FLOOR PLAN aRo1EC7INFORMA7I�N � COMP COMPACT or COMPACTOR coNc CONCRETE PLYD ai�rTw000 A46 ]st STORY FLOOR PLAN Address: 7411 WiWilower Way �I � , , C.M.U. CONCRETE MASONRY UNIT pRCST PRE-CAST �.l.y � � CONN/ CONNECT or CONNECTION pREFnB PREFnBRiCnTE Assesso�s Parcel No. 366•18-075 � CONST CONSTRUCT or CONSTRUCTION pT PRESSURE TREATED A4C Zfld STORY FLOOR PLAN Zoning: R•1•6 �{ CONT CONTINUOUS R PROPERiY LWE v CNTR COUNTER A7a ls[STORY ROOF PLAN lurisdiction: City of Cupertino � � �o�DEG DEGREES oT ounRr A7b 2nd STORY ROOF PLAN T s oi[onstruction: TYPE V-B,SPRINKLERED � � 4 DEITA R RADIUS � � �~ DEMO oEMousH RowD REow000 Building Occ.6roups: R•3/U{SINGLE FAMILY RESIDENTIAL) � DIAG DIAGONAL ReiNv REINFORCE A8a NEW ELEVATTONS NumberofStories 3.9 0 or DIA DIAMETER RELOC RELOCATE p�w DISHWASHER REMO REMOVE AAb NEW ELEVATIONS Property Setbacks ist/2nd: � V � W PARCEL MAP DiSP DISPENSER REQD REQUIRED DBL DOUBLE RESIL RESIUENT Front lst Story 20'-0" W pF ooucus FUR A9a CROSS SECTIONS �1/ �i Q U � R.O. ROUGH OPENING oR DOOR Ri RisER Front 2nd Sto 25-0 p+� � oN DOWN A9b CROSS SECT[ONS � `n Rear lrt Sto 20'-0' D.S. DOWN SPOUT SLR SEALER ry � owR DR.4WER sec sEcnnTs A9c CROSS SECT[OI�S Rear2nd Story 25'-0" � .r�r "� O W � � � S.S.D. SEE STRUCT DwG'S � � .,�; . F1� EACH SHEAIH SHEATHING `�� �1+ , RGght Slde ist Story M�n.5'-0"Tota115'-0' �I, � •.--r � .,� � "^� � E W. EACH WAY SH SHELF RI ht Side 2nd Sto 15�-0" I*f � V� � O `�� ��� �'� � , EIECT ELECTRICAL SHR SHOWER �'V � � V :•� (�> EL ELEVATION ENCL ENCLOSURE S EC SPECIFICATION LeftSide 1st5mry MI�.S'-O°TOt3I15'-O" L �� LeftSide 2nd Stor 15'-0' � � � EO or= EOUAL SO SOUARE Y .--I ' �p�'�`r'��"��� EOIP EOUIPMENT S.F. S�UARE FOOT Mdlc.AIIOWecI BUIlding H21gItI: 2S'-0" (/Z � � 1 - � EXH E7(HAUST S.I. SOUARE INCH r � .��- (E)or EXIST EXISTING S.Y. SOUARE YARD EKistin BUlldl� Fki ht � _ .,... ; r E%P EXPANSION S/STL STAINLESS STEEL ±15�-5� � --� -'-�� EXPO ExPOSED � � � � ' � ExT EXTERIOR STD STANDARD NQSM 6UIkJlltg HQIghC ±27'-1" � � ;� i � STL STEEL LotArea; 7,OQ0 `�"� 9 , y STRUCT STRUCTURE � F.O.C. FACE OF CONCRETE S.B.O. SUPPLIED BY OWNER 45�b AAowahle La!Co�era E 3�1� � ' -� ' F.O.F. FACE OF FINISH SUSP SUSPENDED q - - -. Ecisting lot Coverage: 2056.45�29.3BybM � .; � f.0.5. FACE OF$TU05 SYM SYMMETRICAL ^ � � * ., . Fw FINISH New Lot Coverage 1931.06(27.58%) h�+� . . - FPL FIREPLACE TEMP TEMPERED _ - . ' 0 , ., o f FUSH FLASHING THRU THROUGH 4576 Maximum FIoo�Area 3,150 FLX FLEXIBLE T.P.D. TOILET PnPER DiSPENSER "� q . • FL FLOOR T&G TONGUE&GPOOVE EKisting Floor Area Z056.45(29.38�6M F,J. FLOOR J01ST T.O.S. TOP OF SURFACE �� ���� ����� , � .. � FLOUR FLUORESCENT 7�g TOWEL 9AR NevuFIOOf AYea 31A6.02�49.97�b) j j A 2nd Story 64.059G of lst Story F"fG FOOTINC 7R TREAD __'�i� •,... •.�-j y - � FDN FOUNDATION f .����V�p�Y��- . � _C/�-�4/5'_ /� TYp 1YPICAL A ��. � FURR FURRING �� FUT FUTURE UNF UNFiNiSHED r v � U.N.O. UNLESS NOTED OTHERWiSE € � � _: GALV GALVAN12ED � CA GAUGE V.I.F. VERIFY IN fIELD I .y ;, � ,. GIR GIRDER VERT VERTICAL ,���1,°�� . . � � GL GLASS or GLAZING V.G. VERTICAL GRAIN ' � ��6 q;,�t a „ .'. G.B. GRAB BAR � �� G.I. GRAB IRON WS�T WaNS�oT .:�,.�.: CODE COMPLIANCE �;�• y GR GRADE or GROUND W.P. WATER PROOF `��i p .. � , GYP GYPSUM W.R. WATER RESISTAIlT G6 - •. a WDw WINDOW qPPUCABLE CODES WITn CiTY OF CUPERTINO AMENDMENTS — � HBO HARD BOARD W� WITH �-�� t � HWD HARDWARE yr p WITHOUT .� 2013 CALIFORNIA ADAlIN15TRATIVE CODE,CAC(PART 1 OF TITLE 24) . / Des�qn No. 11514 - HDR HEADER Wp w000 2013 CrwIFORNIA BUILDiNG CODE,CBC(PnRT 2 OF TITLE 24)2012 iBC _ H.D. HEnVr DUN W�� wROUGHT iReN 2013 CALJFORNu RESIDENTIAL BUILDING CODE,CRBC(PART 2 OF TITLE 2a)20t2 iRC ��- �y'�'� � HOR HORIZONTAL 2013 CALIFORNIA ELECiRICAL CODE,CEC(PART 3 OF TITLE 24)2011 NEC �% 2015 CALIfORNIA MECHANICAL CODE.CMC(PART 4 OF TITLE 24)'012 UMC � 2015 CALIFORNIA PLUMBING CODE,CPC(PART 5 OF TITIE 24)20�2 UPC 2013 CALIFORNIA ENERGY CODE(PART 6 OF TITLE 24) O�� 2013 CALIfORNIA FlRE CODE,CFC(PART 9 OF TITLE 24)2012 iFC 201J CALIFORNIA GREEN BUILDING STANDARDS(PART 11 TITLE 24) 2013 CALIFOR�JIA REfERE1JCE0 STANDARDS(PART 12 TITLE 24J (� FERN�.r��EZ CESIGNS 8 3llIL�ER'S IriC 1.Plumbin (ixtures woter closets ond u�inals ond(ixture fittin s faucets and showerheads shall 9.Provide the enforcin o enc with documentotion that demonstrates com liance with Seclion 4.408.2, 13. Car et s stems sholl meet Green Buildin Re uirements er ColGreen 4.504.3 18.Heotin and oir-conditionin s stems shall be sized,designed and have their equipment selected � 9 � ) 9 � ) � 9 9 Y P P Y 9 9 P 9 9 Y � . comply with the following per CalGreen 4.303.1- Items 1 through 5,Section 4.408.3 or Section 4.408.4 per CalGreen 4.408.5 a)All new corpet installed in the building interior shall meet the testing and product requirements of using the foilowing methods per CalGreen 4.507.2 •- o)Water closets(1.28 gollons per flush)--The effective flush volume of oll woler closets sholl not a)Somple forms found in"A Guide lo the Californio Green Building Standords Code(ResidentiaQ" one of the following: a)The heat loss and heat goin is established according to ANSI/ACCA 2 Manual J 2004 exceed 1.28 gallons per ilush.Tonk-type woter closets sholl be certified to the periormonce criteria (locoted at www.hcd.ca.gov/CALGreen.html)may be used to�assist in documenting compliance with i)Carpet and Rug Institute�s Green Label Pl�s Program (Residentiol Load Calculation),ASHRAE hondbooks or other equivolent design software or methods. /�J/�J of the U.S.EPA WaterSense Specification for Tonk-type Toilets.Note:The effective flush volume of this section. ii)California Department of Public Health's Specification 01350 � b)Duct systems ore sized occording to ANSI/ACCA 1 Manual D-2009(Residentiol Duct Systems), � -/ � dual flush toilets is defined as the composite,average flush volume of two reduced flushes and one b)Mixed construction and demolition debris(C&D)processors can be located ot the California ASHRAE hondbooks or other equivalent design software or methods. � � � full flush. - iii)NSF/ANSI 140 at the Gold level Department of Resources Recycling and Recovery(CalRecycle). c)Select heoting and cooling equipment according to ANSI/ACCA 3 Manual 5-2004(Residential . b)Urinols(0.5 gallons per flush)--The eifective flush volume of urinals shall not exceed 0.5 gallons iv)Scientific Certi(ications Systems Indoor AdvantageT""Gold Equipment Selection)or other equivalent design softwore or methods. /� � pe�flush. 10.An 0 eration and Maintenance Monual com act disc,web-based reference or other medio b�All new corpet cushion installed in lhe building interior sholl meet the requirements of the Carpet � V c)Showerheads(2.0 gallons per minute ot 80 psi) acceptable to the enforcing ogency including,Pat a minimum,the items listed in Section 4.410.1,shall ond Rug Institute Green Label progrom perCalGreen 4.504.3.1 d)Exception:Use ot alternate design temperatures necessary to ensure the system�s function is _ acceptable. � i)Single showerheod.Showerheads shall have a maximum tlow rate of not more than 2.0 gollons per be completed and placed in the buiiding ot the time of final inspection per CalGreen 4.410.1 .c)All carpet adhesives shall meet the requirements ot CalGreen Table 4.504.1.per CalGreen 4.504.3.2 � minute at SOpsi.Showerheads sholl be certified to the performonce criteria of the U.S.EPA o)Directions to the owner or occupant thot the manual shall remain with the building throughout the /� WaterSense Specification for Showerheads. life cycle of the structure. 19.HVAC system installers shall be troined ond certified in the proper installotion of HVAC systems � (�� � 14.Where resilient flooring is installed,80%of the total orea receiving resilient flooring shall compty including ducts and equipment by a notionally or regionally recognized training or ceriification �r ii)Multiple showerheods serving one shower.When a shower is served by more thon one b)Operation ond maintenance instructions for the following: � with one or more of the following per CalGreen 4.504.4: progrom per CalGreen 702.1.Uncertified persons may perform HVAC installations when under the � W showerhead,the combined flow rote of all showerheods ond/or other shower outlets controlled by o i Equipment and o liances,includ�ng water-soving devices and systems,HVAC systems,water heating o)VOC emission limits defined i�the Collaborative for High Performance Products Schools(CHPS) direct supervision ond responsi6ility of a person trained ond certified to install HVAC systems or � single valve sholl not exceed 2.0 gallons per minute at 80 psi,or the shower shall be desgned to )systems and otheP major appliances ond equipment. products Do[abase. controctor licensed to instail HVAC systems.Examples of acceptoble HVAC troining and certificotion � O allow only one shower outlet to be in operation at a time. programs include but are not limited to the following: _ 1 ii)Roof and yard drainoge,including gulters ond downspouts, b)Products compliant wilh the CHPS criteria certified under the Green guard Children&Schools � o� iii)Note:A hand-held shower sholl be considered a showerheod. program. a)State certified apprenticeship programs. ` - d faucets. iii)Space conditionin9 systems,including condensers and air filters. � ) c)Certification under the Resilient Floor Covering Institute(RFCQ FloorScore program b)Public utility training programs. � i Residential lovoto faucets between 0.8 m�20 si dnd 1.5 m�60 si--The maximum flow ��)Landscape irrigation systems. � � ry � 9P P 9P P� v Water reuse s stems. d)Meet the California Department of Public Health�s Speci(ication 01350 c)Troining programs sponsored by trade,lobor or stote-wide energy consulting or verification p� rate of residential lavatory faucets sholl not ezceed 1.5 gallons per minute at 60 psi.The minimum � Y organizations. w flow rate of residenlial lovatory faucets shall not be less than 0.8 gollons per minute at 20 psi. e)Information from local utility,water and waste recovery providers on methods to further reduce 15.New hordwood plywood,porticle board,and medium density fiberboard composite wood products d)Programs sponsored by manufacturing organizotions. � ii Lavato faucets in common and ublic use areas. 0.5 m�60 si--The maximum flow rote resource consumption,including recycle programs ond locotions. . � ) rY P � 9P P) used in the interior or exterior of the building shall meet the formoldehyde limits listed in Table e)Other-programs acceptoble to the enforcing agency. of lavatory taucets installed in common and public use areas(outside af dwellings or sleeping units) d)Public tronsportation and/or carpool options availoble in the areo. 4.504.5 per ColGreen 4.504.5 ' � in residential buildings shall not exceed 0.5 gallons per minute ot 60 psi, � e)Educational material on the positive impacts of an interior relotive humidity between 30-60q and a The Formaldeh de Emissions Verification Checklist shall be com leted rior to final ins ection iii)Metering foucets(.25ga1 per cycle)--Metering fauceis when instolled in residential buildings shall what melhods an occupont may use to maintain the relative humid�ty level in lhat ronge. � Y P P P 20. Where storm water is conveyed to a public drainaga system,collection point,gutter or similar \ not deliver more thon 0.25 allons er c cle. opprovol.The monufacturer's specificotions showing formaldehyde content for oll opplicable wood method,water shall be filtered by use of a barrier system,wqttle,or other method approved by I 9 P Y f)Information about water-conserving landscape and irrigation design and controllers which conserve products shall be readily available at the job site and be provided to the field inspeclor for the eniorcing agency. iv)Kitchen faucets(1.8 gpm�60psi)--The maximum flow rale of kitchen faucels shall not water. verification.Verification of complianee with this section shall be provided.Documentation shall include � - exceed 1.8 gnllons per minute at 60 psi.Kitchen faucets may tempororily increose the flow above Instructions for maintainin utters ond downs outs and the im ortonce of divertin woter at least ot leost one of the following per CalGreen 4.504.5.1: the maximum rate,but not to exceed 2.2 allons er minute at 60 si,and must default to a 9� 9 9 P P 9 2�88 Ringwood Avenue 9 P P 5 feet away from the foundation. b)Product certi(ications and specifications. SOfI Jose, CA 95131 maximum flow rate of 1.8 gollons per minute at 60 psi: h)Information on required routine maintenance meosures,including,but not limited to,caulking, c)Choin of custody certifications. v)Note:Where complying faucets ore unovailable,oerotors or other means may be used to achieve painling,grading around the building,etc. ' �d)Product lobeled and invoiced as meeting the Compos-ite Wood Products regulaGon(see CCR,Title � reduction. i)Informotion about state solar energy ond incentive programs available. 17,Section 93120,et seqJ. �408� 432-1402 2.Plumbing fixtures and fittings shall be instolled in accordance with the lotest adopted California , e)Ezterior grade products morked as meeting the PS-1 or PS-2 stondards of the Engineered Wood Fax: 432-1410 . Plumbing Code,and shall meet the opplicoble standards referenced in Toble 1401.1 of the latest 11.All duct and other reloted air distribution component openings shall be covered with tope,plaslic, Association,the Australi6n AS/NZS 2269 or European 636 3S standards. � odopted Caiifomia Plumbing Code per CalGreen 4.303.2 sheet metal or other methods acceptable to the enforcing agency untii the final startup of the })Other methods acceptable to the enforcing agency. heoting,cooling ond ventilaling equipment per CalGreen 4.SD4.1 WEB SITE 3.Installed outomatic irrigation system controllers are to be weather-or soil moisture-based � 16.Building materials with visible signs of water damage shall not be installed.Woll and floor rram��9 . femandez-designs.com 12.Architectural paints ond coatings,adhesives,caulks and sealants shall comply with the Volatile controllers per CalGreen 4.304.1 shall not be enclosed when the froming members exceed 19-percent moisture content.Moisture Orgonic Compound(VOC)limits listed in CalGreen Tables 4.504.1-4.504.3. Finish molerials for content shall be verified in compliance with the following per ColGreen 4.505.3: ' pollutant control shall comply with section CalGreen 4.504.1 4.Annular spaces around pipes,electric cables,conduits,or other openings in the building�s envelope at a)Moisture content shall be determined with either a probe-type or contact-type moisture meter. � . � a)Adhesives,seolants,and caulks used for the project sholl meet the requirements of the following exterior wolls shall be protected against the passage of rodents by closing such openinqs with cement Equivolent moisture verificotion methods may be approved by the enforcing ogency and shall satisfy v mortar,concrete masonry,or similar methods per CalGreen 4.406.1 standords unless more stringent locol or regional air pollution or oir quolity manogement district requirements found in Section 101.8 of this code. � rules apply: b)Moisture readings sholl be taken ot o point 2 feet to 4 feet from the grode stomped end of eoch � 3 i)Adhesives,adhesive bonding primers,adhesive primers,seolonts,sealant primers,and caulks sholl iece to be verified. ' ¢ S.Recycle ond/or solvoge for reuse a minimum of(per enforcing agency requ�rements)of the comply with local or regionol air pollution control or air quality management district rules where P c� � nonhozardous construction and demolition woste in accordance with Section A4.408.1 Tier 2. opplicable or SCA�MD Rule 1168 VOC,limits,os shown in Table 4.504.1 or 4.504.2,os applicable. c)At least three random moisture readings shall be performed on wall ond iloor framing with - - p Documentation is required,submit waste monogement plan indicating how lhe construction waste will Such products also shall comply with lhe Rule 1168 prohibition on the use of certain toxic . documentotion acceptable to the enforcing ogency provided at the time of approval to enclose lhe � N be hondled to the enforcing agency tor opproval per CalGreen 4.408.1. wall and floor framing. . compounds(chloroform,elhylene dichloride,methylene chloride,perchloroethylene and W 3 trichloroethylene),except for oerosol products,as specified in Subsection 12.1.2 below. d)Insulation products which ore visibly wet or have high moisture conten4 shall be reploced or � � w � 6.A construction waste management plan sholl be submitted to the enforcing agency for approval and ollowed to dry pr�or to enclosure�n wall or floor covities.Wet-applied insulation products sholl p- > ii)Aerosol adhesives,and smaller unit sizes of adhesives,and seolont or caulking compounds(in O w shall conform wilh the followin er CalGreen 4.408.2: follow the manufacturers�d in recommendations rior to enclosure. ,.1 x 9 P units of product,less packaging,which do not weigh more than 1 pound and do not consist of �' 9 P W � a)Identify the construction ond demolition wasle materials to be diveried from disposal by recycling, more than i6 fluid ounces)shall comply with statewide VOC standords ond other requirements, W Q reuse on the project or solvoge for future use or sale, including prohibitions on use of certain toxic compounds,of Califomia Code of Regulations,Title 17, 17.Each bathroom sholl be mechanically ventiloted and shall comply with the following requirements per � � � b)Specify if construction and demolition waste materiols will be sorted on-site(source-separated)or commencing with Section 94507. CalGreen 4.506.1: , . z bulk mixed(single stream). , b)Architeetural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural a)Fons shall be ENERGY STAR compliont and be ducted to terminote outside the building. �7 � c)Identify diversion facilities where the construction and demolition waste materiol will 6e taken. Suggested Control Measure,as shown in Table 4.504.3,unless-more stringent Iocol limits apply.The b)Unless functioning as a component of o whole house ventilotion system,fans must be controlled � d)Identify construction methods employed to reduce the amount of construction and demolition waste VOC content limit for coatings that do not meet the definitions for the speciolty cootings categories by a humidity control. p F . listed in Table 4.504.3 shall be determined by classifying the coating as a Flot,Nonflat or z rt , generoted. i)Humidity controls sholl be capoble of adjustment between a relotive humidity range of less thon or � � ¢ Nonflat-high Gloss cooting,bosed on its gloss,os defined in subsections 4.21,4.36,and 4.37 of - p a equol to 507 to a moximum of 80�.A humidity control may utilize manuol or automatic means of w e)Specify that lhe omount of construction ond demolition waste materials diverted sholl be calculated the 2007 California Air Resources Boord,Suggested Control Measure,and the corresponding Flat, ,..1 p by weight or volume,but not by both. Nonflat or Nonflat-high Gloss VOC limit in Toble 4.504.3 shall opply. adjustment. Z v ii)A humidity control moy be a seporate component to the exhaust fon and is not required to be � � � c)Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section " O 7.Utilize an enforcin a enc a roved woste mana ement com on which can rovide verifiable 94522 a 3 and other re uirements,includin rohibitions on use of certain toxic com ounds and integral(i.e.,built-in). U pc 9 9 Y PP 9 P Y� P �)�) 9 9 P P � a documentotion that the percentage of diverted construction ond demolitlon waste materiols meet the ozone depleting substances,in Sections 94522(c)(2)ond(d)(2)of California Code of Regulations, � c)For the purposes of this section,a bathroom is a room which contains a bathtub,shower,or . p. a � requhements in Section 4.408.1 per CalGreen 4.408.3 Title 17,commencing with Section 94520;and in areas under the juris-diction of the Bay Area Air tub/shower�omb��a��o�. C A�G R-E E N R E S I D E N T A L Q ¢ � Quolity Monogement District additionally comply with the percent.VOC by weight of product limits of d)Lighting integral to bathroom exhaust fans shall comply with the 2013 Colifomia Energy Code. ,a, B.Generate a totol combined weight of construcGon and demoftion waste disposed in landfills thot does Regulation 8,Rule 49. N not exceed 4 pounds per square-foot of the building orea.Disposed waste less than 4 psf of the d)Veri(ication.Verification of compliance with this section shall be provided at the request of the � M A N D AT 0 R Y M EA S U R E S � w O N building area sholl meet the minimum 75%construction waste reduction required in Section 4.408.1 enforcing agency.Documentation may include,but is not limited to,the following: F � � per CalGreen 4.408.4. � , i)Manufacturer�s producl specificotion. � � � Q ii)Field verification of on-site product containers. A N N . z 0 � > � w � � � � ��.d . ' - � � FRAM(N6; J � f� FS.G certified lumber abng with engineered lum6er wip primartly be used w crnstruct home. (� 0 _ £nterlmFinisf�es: � � � �/') �i � �-+ � w - Stutuo Is the ptlmarye#erior finish materia3 fotfro tFds home.This is low maintenance,long Iasting � � � materlal. U � O - � � Erterior wood tr3m shall be F.S.G ceN!'ied lumbac /,/ A, O r , � w r� � . T�wo r�rew Energy5tar iabeled HVACsystems 2'aned separately for ftrst and second storyof home,with y���yy �� � W � � � programmablethermostats.Ap ducks shall 6e insulated and sealed. i� �'!"� •� � � VJfwle bnuse fan will be installed on second(loor to allow airflow from wbler outskle air into home. f- �� Q� � �rivaw tShaAel Trees: � ����I � U - � Privacy(shade)trees W be planted on east/west of home.Shade VeesT.6.D.from citles approved IIsL � � � bV . � LIGHfING: � . � � Mandatory Itghting meawres established 6y NEC shall appGed to this proJect � �y ��� f,� .. (...���., .... �,(A'/y/��' � Plumbing: � � '-- 1�s'.�. .- �°+!t � �v/V r - d U� UC,:;;�. ."�:!:.� . , .���.,..-- - .--_-� -�-----'="-`_= _- a•=.3t'� Mandatory�plumbing measures establlshed b�CPC shall applied to this project , r I"��� r'f r_^' '-.s�' 3Fzi� � �tiq� �.'��'.�����',^,'' �}�ak�pN ,��/�,��� 7a�k-lesswaterheaterspecifiedforthisproject. t�s',��i ��t:- "'4i�.. . V'l�9� ��t - - -_�=�--e-=�--'--{- - '-"_"-•-�.__._-- �e>���.,i�.�;_'i�%�i �y��,f��� ,r'�1{� �'� G.�:ky'•u1'�:.�_. �ti��;i�� - '---�- -._....-r_ . _ �i• . - ---- - --------------- --� '" . � - �`�f��'i`'�.i:. ��:�'' .ry. y'•�'`� :i" �l:v: ... _.i._ " - __�-. '__�-_z�.�=c_�.�-___ . . �Fr�f�,i::��;-..�� "_-��_�=-e=-= -_',"-`-__� --�_�.-- ---- ' . Desian No. 11514 CG CO FERNANDEZ DESIGNS&BUILDER'S INC. 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'����r�.'r�['� y�� x ryy ... d,... � .�, . !�. � � � ��I`h 'G *'�'.������'�tel� v�.�_ Y'Y�st?"` S"�'+J t.�" t �At���� ��'�~ •�,P<�,�.� - . ,� - . t�� , . ..... +� .w.... _ �.� . . _._n _ n � y� r " .• � �«��� �;vti��},_�� �. ��� ��! .e;�. �J("' '.lC' !� Y�.:.M�� ���•Ic�,���£ � �i4 ,� •� 1 �1r��?i�� �p �'� + _ . -„�J .. � . � �: � . 1 _ ., „ M . . f v . A.�.. �-...,..„„ ��' ...,'h-i ...�d .. � . . .. qe. . ,.., + .. , . REAR YARD NEIGHBOR ON NORTH SIDE ' O FERfInNCtZ�ESIGr15 S RUILDER�S ItJC � �_ � � , � � � � % � � � � �i � � � ,� � ` � ,z _ ��._ _� . �� N NOTES: � ' � � . 1. REFER TO SRE SURVEY FOR LOCATION OF E7CISTING HOME. . � 2. EXISTING HOME,DETACHED GARAGE AND SHED TO BE COMPLEfELY � � . , � DEMOLISHED. � � � " � 3. ALL HARDSCAPE TO BE DEMOLISHED. . � ♦w Z p/� r� �7 4. A SEPARATE DEMOTION PERMIT IS REQUIRED FROM CI7Y ALONG V ` NO� � HO N.07°59�G9��E. !O.00� �� � �� � � ro WITH A J�f FROM THE BAY AREA AIR pUAL11Y DISTRICT BEFORE � � � � � � � � � � � � � DEMOLITION CAN BEGIN. � GROUND �� � .� � � � ''t � � w o oy - .`� �� , . J J GROUND � . c� , � o I m {E)L4T t'.O�'ERAGE CALCULATI4NS � � Z o •_ 'O CONC . � �� � ' . ZONING R-1'6 � 'r �� �� HOMELIUIN{�AREA 1615.24 ' \ � Z � �--------�-0�--------- -. ' � GARAGEAREA , 398.82 STEP � D m FkONT PORCH(COVEREDON 351DESy 42.39 1 �I -{ DETACHEDSHED 4532 2188 Ringwood Avenue � � � DETRCHEDSHED 41,11 SOfI Jose, CA 95131 1. �� �� I � v TOTAL 2342.88 �,� � � (408) 432-1402 �i'� �� - �� 1= I. SITEAREA 7000 Fax: 432-1410 _�� \ � �� � � �I� � � " � IZ� � - 45%MA%IMUMLDTCOVERAGE 3150 WEB SITE O '_ ! ��\ /�� i.{ p ExisnNe�orcovean�e u4z•as��o-61x1 fernandez-designs.com � � � ~ SD%MAXIMUMLOTCOVEFWGE � �� LIVING AREA �� 3s0o C 2 . \ 1,6li.7AS.F. / I INCLUDINGROOFEAUES � . � Z G�. �------- -----( � � . � E%ISITNGLOTCOYERAGE (7 � -I��' // � \ � I_ . INCLUDING ROOFEAVES . ��$•lb(35.553u� � \ . . . � � � I /� ' �� 'I. n '� _ 45%MAXIMUM FLOORAREA ' . 3150 Q O O I / � � O � O E%ISTINGFLOORAREA 2142.B8(30.61%) � . O � Io i� HOUSE i� >� � O � 3 ' � O I �� � � FF=103.90 �i ,� I O � . - � - � " NDTE:SEESHEETA2FORFLOOHAREACALCULAT10N5 O W � a x � / % / � w � Z -_...__,`. /i PORCH � I � Z Q � �,'' �,� / J2.39 S.F./ � .I � � z ' { v 1�C./J.�._...._✓J Si.BQ�.��_-- -�/ � � I q � \. = i ,`.__.�Y.� Sp GARAGE � o 0 0. - � � .. CO �O � FA 3!�ft.R2 SF. � � � � a � . � o ' C� �o � � I v p z , � � �� � � ' � 0. � n I� //.\ � Ca a a /''•.� I z � � N � � ..�:�t`' . � . / '',,F`,L� ,/ �\ � � W o � . / '`�.�'y� ----- � GARAGE � � H � � i �.X BENCH i� FF=102.15 �♦ � � ` � A � N �. � r� _. I � , � ,'. � ;-' FENCE LINE � � Q `'•-.-,_.�.,..- TYP. �----------------� rn - � ,-------..___� � W �,, ,...` � O N. � t.`� p z C ' �% Z n . ;' � � � , ' � � � - - „� � �; � � ; GROUND o CCS � � n �, � ', � � c� O `� � ;'�' _ � - N.89°59'29"E. 70.00' b,A � �r a : _ — — — — — � a� �. o� ^ ,._ . U � o �r ai � o � W. ._._,::_--- ..`� CONC � BRICK � U A BRICK.❑� O0 g BRICK �GROUND � . � '"�� � � � � . , � Q i - p W � � � - � �.� .�''., �'' .�--i �n °�, ' // CONC CURB & GUTTER • � �.�/� � � z `ti„ ' ;;-' �� - C'�� w� � � �',�.,._ �� _..._ - o � � � U w �i= z � � � � o .a..� D �O � � � � . n v . . [ �., . " - - _ - - _ - _ _ �� . . �1 C OWER WAY -1��.��� ` �—�� � _ � 60� �������s���;�����,� j2 _ WI LDF ( ) � ��!0���=� ���'��� �t����������y� ��-� -�01�'—�� , �e:��������i ���� _ �-�—l� � � —��.�.--..�. �� - �`er � F"�yp a�, _ CONC CURB & GUTTER n �^��!.�G�a,'���,�.•k��-,�r��__�y� n � (Cv:��h�i�n�aPr) - . Desiqn No. 11514 EXISTING SITE PLAN : o� 2� 8� A 1 a TRUE _ 1�S��=1�-O�� � NORTH-��.,.,ti'..,� 4 CO FERNAN�EZ DESIGNS 8 BUILDER'S INC. � �. ', . `� 5 - - � � � � � � � N NOTES: � 1. DEMOLITION OF THE HOME WILL BE UNDER A SEPARATE PERMIT PER CITY OF 4 � CUPERTINO. � � �: 2. EXISTING HOME,AND SHEDS ON SIDE YARDS SHALL BE DEMOLISHED DOWN TO � _ � EXISTING FOUNDATION. . � �`^' � 3. METHOD OF DEMOLITION REQUIRED TO BE COMPLETED PER STANDARD w - � . - ' � , INDUSTRY PRACTICES AND WITHIN LIMITATIONS OF GOVERNING REGULATIONS. � _ ( . . " � . 4. DEMOLITION PLAN IS A GRAPHIC REPRESENTATION OF SCOPE OF DEMOLITION � � � � BUT IS NOT INTENDED TO BE COMPREHENSIVE. CONTRACTOR TO REVIEW � � � Q � � � . � . EXISTING CONDITIONS RELATIVE TO SCOPE OF NEW WORK ON ALL � ARCHITECTURAL AND STRUCTURAL PLANS FOR ACTUAL DEMOLITION .1,1 � - RE QUIREMENTS,PRIOR TO FINALIZING BID.CONTACT DESIGNER IN THE EVENT W � OF ANY CONFLICTS OR DISCREPANCIES. � � 5. THE CONTRACTOR SHALL MEEf WITH THE OWNfR'S PRIOR TO COMMENCEMENT � � , • *49_"3�e � . OF DEMOLITION TO DISCUSS POSSIBLE SALVAGE OF ITEMS TO BE DEMOLISHED. � � ' ....................:........................................................... ........... ... ... . . ...................................................................................... �• ELECT.METER 125 AMPS . ......... ... . .. ... ... � - 0/HEAD LINE � � � , ` � DEMOLITIONREQUIREMENTS: 2188 Ringwood Avenue ,_ I ' 'f 1. PG&E MUST BE CONTACTED AS EARLY AS POSSIBLE PRIOR TO DEMOLITION TO San� Jose, CA.95131 •� � SCHEDULE THE ABANDONMENT.CONTACT PG&E AT(408)725-3325.A LEffER I , � FROM PG&E SHALL BE PROVIDED TO THE CITY,STATING THAT ALL�GAS AND � ELECTRIC HAS BEEN DISCONNECTED.(THIS STEP CAN BE TIME CONSUMING,SO (408) 432-1402 BEDROOM#3 IT IS IMPORTANT TO BE THE PROCESS IMMEDIATELY.) Fax: 432-1410 - ' � � �I . � 2. PROVIDE JOB NUMBER FROM BAY AREA AIR QUALITY MANAGEMENT DISTRICT, WWW.BAAQMD.GOV(415)749-4762 WEB SITE LIVING ROOM :�' 3. CHECK TO SEE IF THE BUILDING IS CONSIDERED AN HISTORICAL LANDMARK, feff10f1C�@Z-C�ESIgf1S.COfY1 FAMILY'ROOM � OBTAIN CLEARANCE FROM THE COMMUNITY DEVELOPMENT PLANNING ' DEPARTMENT.ALLOW 10 WORKING DAYS. - FAU _ 4. PROVIDE A LETTER OF CLEARANCE OF ALL VERMIN FROM A LICENSED PEST � . CONTROL CONTRACTOR. � � � 5. PRIOR TO THE ISSUANCE OF THE DEMOLITION PERMIT,THE APPLICANT MUST 3 "'`"' I CALL THE PUBLIC WORKS DEPAR7MENT AT(408)777-3104 AND ARRANGE A a � ATTIC'�� � "HABITABLE DWELLING"INSPECTION. Q W � NA'Cli#2 �ACCESS�'. . � � 6 THE PROJECTS BUILDING PERMIT FILEHFOR THEEDUR4TON IOF THE � � READ,SIGN AND DATE DEBRIS AND RECYCLING REMAIN IN . I PROJECT. Q � ° HALLWAY I �j � c � ACCW SSPACE ...I ..I� W � j I � p �Z " � � � � * � � --, ���-..---- � � -' MASTER .I�' ' � � O. Q ¢ BATH - - - �' � o A�� � � ¢ O CONDENSER � � Z KITCHEN � a � a Q FOYER Q ¢ a , ' N � O� (V MASTER BEDROOM#2 � _�_�.� : DINING ROOM � ¢ � � BEbROOM -J. � i Q o 0 : i * z GAS METE_R�� WlH I � �J PORCH I W I � I I � i ----- CCS ,�� �� : : .............................................................................................................. � _ t5'-SY" � z � `� � a b.� � � a � v � � � � � � 3 � A MGARAGE � � Q U i � +� � �� � O � a�� � w � � � � �� a � _ � � U � � � � w �� �--'�r'��::f����.��,��:� � ��C.=t`'• °� �.�"�I'J�:_�� ; _ �� -- � . B tl��n� ���,��-�8������I�a^tl� I� ' v vC�-__ v�__� . . � . � ^c�' 6 o Y�__ ��__.�- - - �+�1 ��ze .> q L.��. '-�n�'�.`P��������'.� ��6�ts �� ` .:: I� -:-.��, :::::�. .. ...... ... .................. .... ..... ................ ..... � �� ��f�. _ -- --- � -- E t19'-6 ��,°;G,r���'�,,��`�'���'�, _ --- - _ ---- _rx ` � ' } ��__-------..�_ --��__ �cs:,fn (�:'>�„� c:��t��'i) WALLLEGEND: Design No. 11514 �DENOTES 2x EXISTING WALLS,FIXTURES,OR NON-STRUCTURAL ELEMENTS TO BE REMOVED. EXISTING FLOOR DEMOLITION PLAN o WN� :, o� 1� 4. A1b 1�4��=1�-O�� " 2� Q FERNANDEZ DESIGNS e.BUILDER'S INC. �_ ,� � � �`� _ � �, __,-'" � ' _ . N � -� . FLOOR AREA CALCULATIUNS � . I • ISASEviEA'CLI�'II�U r�REA Q �/� � - s�;c�riorv llim���sio�s ax��,a{s.E.) ��� . , Ll 2'31/4'x 4'-51/2" 10.12 � � U L2 8'-93/4"x 15•_1" 132.92 � I` �j T 3 31'-3"a 18'-6 7/8° 580.40 v 1 " L4 32'-5"x IS'-01/8" 486.58 � � L? 10'•10'x 3'-17/8" 34.19 ♦/�, � T.fi 4'-0 5/B"x d'-U 5/$���2 6.21 � 'r r W � L7 3'-31/4°x 4'-D 5/8" 13.25 w LR 3'-6"1/6 x D'-61/2" 1.90 � Q L9 3'-61J8"x 3'-6 1/8"/2 6.16 = LIU 10'3.1/2"z 3'-83/8" 38.Q6 � LI I 3'-31/4'x 3'-61J8" 11.48 M . L12 3'-61/S'K 3'-61/8" 6.16 W _-_• TOTAIJ 1324.A3 p� .Vll'1'k:: BASEMENTAREAISNOTCOUNTEDTOWARDSFLOOR I \ , AREA CALCU WTI ONS lsf ST4RY LI�'I1�G ARE� � 2188 Ringwood Avenue SCCTTON DIRI�V5IOV5 r1R�A(S.P.) San' Jose, CA 95131 L13 2'-31/4°x 5'-31/2" 12,Q1 � L;14 9'-41/4"x 15'•11" 148,90 (408) 432-1402 � - i:i5 s'-s"RA�IOUS 2BJ9 Fax: 432-1410 . LIG 2'-8"x 5'-S" 15.11 BALCONY OPEN ON THREE SIDES, � L17 4'-113/4"7t 4'-113/4"�2 1�.4� WEB SITE � � ' � � 5�_�Y•� _•4�_��3�• , NOT COUNTED TOWARDS FLOOR AREA . 2�-11�/" . • � ' 2 l.is a'-iis/a",c s�/a" 3.a2 fernandez-designs.com L16 L�y 31'-61l2'x 18'-67/8"- 585.82 . � L17 �' 1.?(1 11'-il l/2"x 19'-0 S/8" 72i,S3 � 2'-4 " 2' 2'-4}�" v� 1�I 9'-71/2"x 15'-10" 15239 � . • � LIGHT WELL,NOT COUNTED. • � � LIGHT WELL,NOT COUNTED � � - L22 11'-111�2"x 19'-O5/$" � 227,83 � TOWARDS FLOOR AREA ,� S � TOWARDS FLOOR AREA 3 a - . L.23 4'-111/2"x 3`-6" 17,35 a � � �p� L31 � T.^�4 3'-6°x 3'-6" 1215 q --i � � / m � � , L?a" 4'-111/2"x 3'-fi" 17.35 � y `\ / � � i \ _ L�6 3'-6�X 3�-C�° 12.25 � �3,� , , � �\ /� L18 � � ` � 'ro�ra� iaes.io 0. s , , � �\ /. • '� /' z,_3},. �4 � • , , ^ ��� i � 2nd5fU12YFLUURLIVII\(i:�R�;A p � `�, � � � � �o \ �i ` � SN:C'I'1ON DIMEVSIUVS _ ,�RF.A S.F. z � i /� �\ `n /• •\ L27 11'-71/Z"x 32'-�' 375.88 � � � "�i' Ll = � �' `� � \' . L `i L28 2'-41/8"x 1'-4° 3,13 z. Q a 'v /� . `\ �n 9'-4 � . . , si'-s}'" L e� / L 2 9 2'-1 1 7/8"x 1'-4" 3,9 9 p; � 0. �„ ` - � ' ` L30 10'-91/Z°X 1'-113/4" �1,36 F ,..� p e-� , � � L 3 1 Z�_5"x 5�_�1 J 2' 1 2.1 8 � > � ,-3Y� / � _ L32 22'-7'x 22'.-0" 496.85 U a c • • � \ / � � � � / \ L33 3'-111/2"x 14'-2° 56.67 A ¢ a \ / � � \ / � � � i � 3-��Y� L34 11'-111/2"x 15'-i 1J2" 186.85 . i N j�j �i � = T�1 i � � _ � / / '` L35 3'-$1!2"x 4'-S 1/8" 16,42 ry � °� �F` � '���� 2, � • ' • L36� / L35 5'-5 7/8"RADIOUS 14,63 W. o � � °f i � �' � � 11'-7 " \ 4 i � � L37 4'-11 1/2"x 3•_6" 17.35 ¢. '^ � - r �' `� � �/ \` : ."' �" L3$ 3'•6'x 3'-6" 12.25 A � N M - h w _ TOTAI, ' 1216.96 / \. 9� / � . \ - � � 20'-6 . \� �/ \� GAS FIREPLACE LOCATION, z ��p Y� NOT COUNTED TOWARDS � � � - L6 _�_ , LQ �y/� 11�-11 " l�` 11-11 " FLOOR AREA 11�-11 " ; ` � BALCONY OPEN ON TWO SIDES, ' TC1T:�L:ILLLI�'INC:IRC�1$ 4015.04 x �o � NOT COUNTED TOWARDS FLOOR AREA � � � � e� � i: N � i `� � i c� ' i 9 L24 " L26 L38 . �ro��'AL LIYIVG AitF:A 1'Ol�•aKus zess.6e "�'' uGHT wEL�s, FIAOR ARF.A CAI.CULATIONS � NOT COUNTED 1 � �y - . l :TOWARDS � � ' ' �I - � � . FLOOR AREA '� � � - _ •J..1 � �_p5.�_3 ._6 , ._6 ,._3y ._sy _•a'_ii ^ _. �_ _>>y" _ _"a'-�� ^ _ G�'�f�A(,k;.11t�:1 ��.y _ 10'-3}�" LIGHT WELL,NOT COUNTED n SM:C`I'ION DIh1kV51UVS AREA S.F. �I �Q z TqWARDS FLOOR ARFA _ GL 20'-61/2"x 21'-Q' A31,38 �y�� y� ri. � TUTAL 431.38 W,I r V� [� ..� 4� �, � a c� v °' � � I'URCH:1lt�:i(I,YIYER�U UN 3 SIUE;SI � � O U V lsc STORY L1V1NG AREA.....1,468.70 S.F. sM.c�r�oN niti�r:�s�oys aef.�{s.E�_) GARAGE AREA........................431.38 S.F. 2nd STORY LIViNG AREA t,216.96 S.F, p1 5'-��/z'x 3'-2 5/8^ 3o.5s � �� � U TUTAL 30.98 � ��� � Q 1,216.96 S.F.=64.05%lst STORY •�. W FLOOR AREA 1,329.43 S.F. TOTAL AREA.. .....1,900.08 S,F. .�,.� � pr ................. 1,900.08 S.F. C� �� ' LOT AREA 7060 iLl Q � BASEMENT PLAN iSt STORY PLAN 2nd STORY.PLAN � � r�l o Second Story Floor Area ts 64.05%of Fist Story Floor Area � � v GaTi , 'il `� FLiKfR ARF.A CA[fi(JI.TATiOVS � n 45%ALLOWEDFLOORAREARATIO 3150 /�� 1�:9 G+?;',`y,'+op(1'4d�-•I.�a°�tir� �,� �/n����o , . . . ` ' . � pGit� � d P..��uy.������a�4✓3 B�'V� _ _-n�-1-_.-•�----^ �,+ .. LIVING AREA 2685.66 ¢ [ G9 � aypa�G �//✓� �v/� 3� � . . �. ,//��n/� � ' GARAGE AREA 431.8 �S�� u�er��`_F?�4rt7+��h9u� / ` ��: ��1�ti���:3��?t,9 - ,�� _..---�:�--������,�: PORCH AREA 30.98 TOTAL 3148.02(44.9796� B � �'�� � �;��F����j������ ���� �: � - ' riy� C �����-'�=-"-�"�'-��-�� 45S6ALL�WEDLOTtOVERAGE 3150 �t �"�`]�'f� p � -+ r�;l'f.�f°�r��g' - - 1st STORY LI VING AREA 1468.70 �;+c��l,B.dr�,m:.��° -- ' . � . • c.=-���__-.-_" (C�;�i��na�ei� GARAGE 431.38 PORCH 30.98 '1'UTAL 1931.06(27.58961 Design No. 11514 � Sb�lr._�LLU�'F�D LU'I COV�IiACC ]SUU ITCLUllITG Ri)OF PRO,IM:C'CIOVS � . A2 �T CUvTR,�GE viasa FLOOR AREA CALCULATIONS TR� F��� o� Z� 8� �Sr:�:ROUFPL.�INS} 38.84% tx �`.�aE,.,. L/H��=1�'0�� - � 4� CQ FERNANDE2 DESIGNS 8 BUILDER'S INC. . ' �.._,__ ' . ' ' . ' . . � r.� � ; , - . � i , � ,_� . . N ' ' NOTES: � ' ' ' ' ' � - � � ' . � � 1. GENERAL�SITE SLOPE AND DRAINAGE PATfERN,CONCENTRATED STORM .O � - . � . . � . � WATER FROM LEADER SHALL FLOW AWAY FROM THE BUILDING AND � � � AWAY FROM ADJOINING PROPERTIES AND SHALL NOT CREATE NUISANCE '; ' . � AS REOD PER CBC SEC. 1101.1. � � V�j ' � � � � 2. CONNECT ROOF DOWNSPOUTS WTO�A CLOSED PIPE DRAINAGE SYSTEM ` � ' � � ' � � ' � � TO POPUP DRAINS DRAIN EMITfERS ON THE PROPERTY. � � ` F10 �� N.89°59�G911 E. /O.00� H� � � 3. DIRECT RUNOFF FROM DRNEWA7 AND OTHER HARDSCAPE AREAS ONTO � � � �� �� �� �� � �� � VEGEfATED AREAS: � �/7 � � � . �, ' �'v DIRECTIONAL FLOW OF RUNOFF MIN.1�. " � �_�♦ � . � GROUND : :. � � Q Q ;` � I j . Q �, �'y GROUND � � �•,:� I � � ' � POPUP POPUP EMITTE r ` �cY.� �� ' . ' • � . � " � � ' EMITfER ' I�m� � ' . ' . - ' ' . . Y M, . . v �Q. _ KN _i ' �� � O `I . . • � . . ' ' .1 Q . O� N � Z . � . " _ , . _ . ' � � , �.�NC. � � � , � � �� � ' ' � �_ N�� � . � . . � - , ' , I ` . STEP � � ' 2188 Ringwood Avenue . . _ 1st STORY SIDE YARD SETBACK. __ _ �__ _ _ _ _ I I �� � __ j/� CLOSED PIPE DRAINAGE SYSTEM TO SOtI Jose,.CA 95131 -� GROU D 'I\' I POPUP DRAINS DRAIN EMITfERS 7YP. � �, ��- � �_�r/�,\\ Fa�8) 432-14�0 � � 2nd STORY SIDE YARD SETBACK � �._�� /�; � O . , ' ' . _ ' .. . � . � — �— —— � — — / I� I� . � . ' . � � WEB SITE ' , O � �I �I � ��� ����_�� � �� � � fernandez-designs.com O �� i '�. �\ �� ��Y ��I � � � - ,� �`.� �� �,'y ��%� .l . � , � � �I \ / // // � ( M . i�. ra*tu�a � masne y � � rl � a �'u � C� �--_—� �\\.—_—_—�\\ //� //� i F I I � I O /� A N � -� � � . �._ z� 0 w OZ,�, I � � � a'� o. . � w O � �� � � . � n' . \\ i I 0 . 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' • � � � � � � � �'/\'� I �� � � : . 1,Iodtmtlmsv4maapoeatl4e�odniu0mimoediW�oC9af�0�Na�m�d�6o4rmqbotadu�cfbQnSdonte�dbf . . �i "� � �� � ��� � �� � . . � . �mrtiaffimogaymmtQamaiotlrlqyme�mmr�oraabomtniaMllpme�4tntrmvl9�TYVlmibamotrelodai�vbeaoth� � I � `I I nd STORY SIDE YARD SEfBACK � � - . � � � m��m�td�btra'��tbmp�m�a0uwdcal4�t��pia�ti�d�hlwcbci6yL�we�u�aPdp� . W o � . , � . — —L- — — —p� . � �/ \ �— — /I \� 7 , 6.341masi�CNoem�oa�medv.wtmv,rmeeararbeman�dm�m�m�i�i..a�uraaoebeue.r�ma .. . . - � T'� / \ ����� / \ . I - . . dm��.aeopt.mawlmhmeumu.dme�dtlmlmarmeormyynrootmcoa � E. vi vi ' . ' � � �\ L j�������� � � . . � 9.�d�mtO�dD1�LHo6qu�mt�hi16oc1ao�daro$cliyuidi.6alud'm6w3Pount1�Hs8a4DriaRo34WIvmh.� d' O O . ��olaaimarnruLL�oc�dar�m.mdtonowlewmeciittmmatmned.�rooskuum A. N N . - . . ' . CLOSED PIPE DRAINAGE SYSTEM TO ' I � WELI ��h WELL � � ' 1,3}nep�N�i�,whisaatLctlla�mmb,ul�v0m@o+eot��otedlvenauee.�fidlbo�mdeA�o�9ANatdea� . � _ � . POPUP DRAINS DRAIN EMITTERS iYP. � I � � 1st,STORY SIDE YARD SETBACK � 9.y�v,��������y�qo��f�p�o�y�y���•������,�� �z � � , . . . - � �. ' ! — —— —— — . . .�aamvth�m��rdrv�� . , � � . . �16Nabry�ulgo�LJr]�tffiiatl�ito�ltomirJu h�oeotStroilo.bclldmen.a0vatm.ddE�t+awtiCmctarr�R��. � - � , W o . . �aEloEey,�ll�oallaseElor6e0oh10-N000tmypalWlsdtrcomoYaaliuqlondb m� . . 7{x] ' � � � �.', W } � . � � /. � � , � . "fLCmComoq�sNoQdcala�P��tllbodlaaedertmiothoNmiboYUwaltfolmot�eduy�rolcAeE6aemimcdaqo�iopdemw � N. o � , �mm�ad�a�a{y`oradfidfa�e6ar[tloSbY@mdh. . , � . ' POPUP � � � Z \ � � / I . . . � . � �. 721m�vviaslsrin�Nopviyad0ayba$cmadaQolh�fmywfwuculaiil�LAboyt�advlthin�ifmino[fhoaltlwltaotrmeaf � . , EMITTER } Y , _ . . . . . - . ` ¢' ` �c� •i �. . . . �Pmtec7e0usista�e`y�if➢�(�odh��heDabIIerwcb0epl �y .. r- i a� i�m � . io / � . . 33Rm�PaalegAnw�taoirl�Qla�t�df�eaaaLirhaoaposds�amcitofl�maLlna�a�c�avdaa�hdlbewloII�q�o i••1 � � - . . `�Q z. �N POPUP -�v •� POPUP . - . � . . �arArp�taE�a�eeffiwv�d�oo�lffiabalqalddeMoEondt�Liepo�a � . , ' �}�i , r � o .EMIITER `� —— '� EMITfER � � . - � � 1lAlIp�,ltad�wib�ll�feopqSmmEdarPorp�l7o�tianlmelnme9peamituEbybP�DlloWdmDaprcaat �� . . ' . ��^ � � iR��OiH�W�T�II STAII�A�D� �� . N J N � RE1/ISED fiN3 : � N � . � - . CITY OF CUPERTINO APPAOV�BY: DATB:�!q� e-4 (.� � �, _ _ — — _ —_ _ __J STANDARD DSfAIIS �;ty � r� � �, 4� �. � z � coNc � � � � a � �O a �� o � � � ❑ •�••�'d �n ❑ '� .� �.,--� .� � � CON CURB & GUTTER � �,/� N W - - - ` ' �� � �i�� � z � '` " SAW CUT&REMOVE(E)DRIVEWAY -� ' SAW CUT&REMOVE AC,CURB&GUTfER TO ENSUR APPROACH&INSTAII NEW'E'CURB � � r ) - ' �(n POSITIVE DRAINAGE&INSTALL NEW DRIVEWAY PER PER CITY STANDARD DEfAIL 1-16 � � � � � � LUT COZ'EitAG�CALC'[:I..4TION5 � � � �� CITY STANDARD DEfAIL 1-16 TYPE'E'CURB&i-21 � W � � II � _ MONOLITHIC DRIVEWAY,SEE SHEEf DS FOR DETAILS� � � . - : � . � � . ' � �2 26NING R-1-4 - ,� O . " � � , . O . . . . . . , . � . . D J . � . D , �HOME LINMGAREA 2685.66 � � n � n GARAGEAREA 431.38 _ _ _ _ _ _ _ — — — � PORCH(COVERE�ON 3 SIDES� 30.98 � � TOTAL 20D4.66 I LDFLOWER WAY 60' - �_ r: t ���.��:��fi4p � � _J� �n v � j� LOTAREA 7000 . W ( ) Iy �] ��y��';��°w�,�,e��� � �/�J "/ V �.��:.��-t='=_��_�45%+MA7(IMUM LDTCOVERAGE 3750 � " �° LOT COVERAGE �1931.06�27.5995) - ��u�� �k����������I��� �����f�_��50%'tOT-COVERAGEINCLUIDNGEAVES 3500 �-�.� ----•:+r��.. � a-� � LOTGOVERAGE INCLUIDNG EAVES 2718.53(38.8496� — ����������I ����; Y _ �/—/� _ � CONC CURB 8C GUTTER - '— SEESHEETAIFORFLOOHMEACAL[ULATIONS - �o S �,U P'"E �4¢ � m '�.ri:'���a::�.���� `� - st-��-_ � -� �-. , �Cr��`v'•���I1.?:�(;;� .��. - --, -�-.,..� . Design No. 1 1514 � o. 2� a. A3a NEW SITE PLAN .�Ue � . , 1/gn_1�-0�� NORTH 4. . " . . CO FERNANDEZ DESIGNS 8 BUILDER'S INC. ,v LEGENI) � ------------ AREA OF PRIVACY INVASION, � � . :- -.= 30' FROM EDGE OF 2nd STORY � � � ................ 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BASEMENT TOP PLATE - .�. � � .�� - -�—'� �------'-- � :- .. � � � � . i . . g -� n` [ ' . ; . ���.���,,g;�6F:����s,.�� �- ��l��a�D. ------�- ,� �z� =T—. �— ___.,._ .__.- -- � - -- e � �� ����� �"t����������;�����yq�d ����1�—��- - 6 �� �—_--�-___-=--- ____..a - _.__--_----- — -�_� �ya}hi��'��y�``�'q ��1f�9,4� �''�""��D �e�t � C r•..� �'�.�_�_:.-.--s.-.---:-- -_�_-------= __--_ ST,�IR WELL �.°(r%'i��'>�`d E"=a Design No. 11514 OFFICE BEDROOM#3 �`�.�,���,,,�.?����, ` _zIc- _ -_-:Y BASEMENT BOl"fOM PLATE ----------------------------------- - --- �V��u IJIVII�I�I��I R.._'-- _ _-• -_ --�-- -y------ `— - �---' / CROSS SECTION B-B " 4. A9� 1/4"=1'-0" 2' Q FERNANDEZ DESIGNS 8 BUILDER'S INC. �' � N . 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